References
- Einpaul, J., Bujnak, J., Ruiz, F. M., and Muttoni, A. (2016)Study on Influence of Column Size and Slab Slenderness on Punching Strength, In: ACI Structural Journal, Jan.-Feb. 2016, pp.135-145
- European Technical Approval ETA 13/0151, Deutsches Institute fur Bautechnik
- Muttoni A., Schwartz, J. (1991)Behavior of Beams and Punching in Slabs without Shear Reinforcement, IABSE Colloquium, Vol. 62, Zurich, Switzerland, 1991, pp. 703-708
- Muttoni A., Ruiz, F. M. (2008)Shear strength of members without transverse reinforcement as function of critical shear crack width, ACI Structural Journal, V. 105, No. 2, 2008, pp. 163-172
- Muttoni, A., Bujnak, J. (2013) “Performance of slabs reinforced by Peikko PSB studs demonstrated by full scale tests and validated by ETA approval starting April 2013”, Concrete connection 01/2013, customer magazine of Peikko Group.
- Muttoni A. and Ruiz M. F., (2017), “The Critical Shear Crack Theory for punching design: From a mechanical model to closedform design expressions”. In: ACI-fib International Symposium: Punching shear of structural concrete slabs, Honoring Neil M. Hawkins: ACI-fib symposium proceedings, ACI SP-315. Oct. 2016, Phila., pp. 237-252.
- PSB Reinforcement against punching failure of slabs, Technical Manual, 06/2013
- Ruiz F.,M., Muttoni A. (2009)Applications of Critical Shear Crack Theory to Punching of Reinforced Concrete Slabs with Transverse Reinforcement, In: ACI Structural Journal, V. 106, No. 4, July-Aug. 2009, pp.485-494
- Zsutty, T. (1968)Beam shear strength prediction by analysis of existing data. ACI Journal 65(11): pp. 943-951.